CN102660304B - Monorail crane installation construction method - Google Patents
Monorail crane installation construction method Download PDFInfo
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- CN102660304B CN102660304B CN201210140367.4A CN201210140367A CN102660304B CN 102660304 B CN102660304 B CN 102660304B CN 201210140367 A CN201210140367 A CN 201210140367A CN 102660304 B CN102660304 B CN 102660304B
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- 238000010276 construction Methods 0.000 title claims abstract description 38
- 238000009434 installation Methods 0.000 title claims abstract description 28
- 238000004904 shortening Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 5
- 239000000571 coke Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The invention discloses a monorail crane installation construction method capable of effectively shortening the installation period, wherein the hoisting and fixing work of a rail beam is moved forward to the stage of building a scaffold, when a construction scaffold for pouring an upper concrete structure is built, the scaffold corresponding to the installation position of the rail beam is reinforced, the rail beam is preset at the installation position and is supported and fixed by the construction scaffold, namely, the rail beam and the scaffold are temporarily and fixedly connected during the construction of the upper concrete structure, the rail beam is installed after the upper concrete structure is finished, and then the construction scaffold is dismantled. The construction period is shortened, the construction cost is saved, the safety and the quality of the installation of the monorail crane can be ensured, and the monorail crane is suitable for the installation operation when the monorail crane is positioned below a concrete structure.
Description
Technical field
The present invention relates to a kind of construction method of installation of monorail crane of coke oven stove end platform.
Background technology
The monorail crane of coke oven stove end platform is requisite part in stove end platform structure, for fire door upkeep operation etc., has vital role in production technique.
The ordinary method that monorail crane is installed is: the top concrete structure construction of stove end platform is complete, construction scaffolding and form removable are complete, set up again scaffolding to support the beam-and-rail of monorail crane, with construction hoist, beam-and-rail is positioned over to the position of design requirements, then carry out subsequent installation work.
The shortcoming of the method is: construction scaffolding repeats to set up, and waste of manpower and material resources, extended the duration; The beam-and-rail of monorail crane is positioned at the below of top concrete structure, and when superstructure binds, during with the operation of mobile crane lifting beam-and-rail, obstacle is more, and narrow space, is not easy to operation, and construction quality and safety are difficult to guarantee.
Summary of the invention
In order to overcome existing monorail crane construction method of installation, the deficiency wasting time and energy is installed, technical problem to be solved by this invention is to provide a kind of monorail crane construction method of installation that can effectively shorten installation period.
The technical solution adopted for the present invention to solve the technical problems is: monorail crane construction method of installation, the beam-and-rail of described monorail crane is positioned at the below of top concrete structure, when the construction scaffolding of setting up for concrete structure above building, scaffolding corresponding to beam-and-rail installation site is strengthened, beam-and-rail is preset to its installation site and by construction scaffolding, is supported fixing; After concrete structure completion, beam-and-rail, then Demolition Construction scaffolding are installed up.
On the concrete structure of top, be provided with prepared screw-bolt hole, by bolt, with prepared screw-bolt hole, beam-and-rail be fixedly connected with top concrete structure.
The invention has the beneficial effects as follows: shortened the duration, saved construction cost, can guarantee safety and quality that monorail crane is installed, be suitable for the installation exercise of monorail crane when concrete structure below.
Accompanying drawing explanation
Fig. 1 is the elevational schematic view of monorail crane installation site in the present invention.
Fig. 2 is the left view of Fig. 1.
In figure, be labeled as, 1-construction scaffolding, 2-beam-and-rail, 3-top concrete structure, 4-template system, 5-is corresponding to the scaffolding of beam-and-rail installation site, 6-prepared screw-bolt hole.
Embodiment
Below in conjunction with accompanying drawing, the present invention is further described.
As shown in Figure 1 and Figure 2, monorail crane construction method of installation of the present invention, the construction scaffolding 1 of concrete structure 3 sets up in process up, corresponding to the scaffolding 5 of beam-and-rail installation site, according to load capacity calculation, require to strengthen the construction loads while guaranteeing the beam-and-rail load of safe carrying monorail crane and subsequent installation engineering construction, after construction scaffolding 1 has been set up, with construction, with crane, the beam-and-rail of monorail crane 2 is positioned over to predetermined position on scaffolding, and by design requirements instrument levelling, centering, adjust, namely make beam-and-rail 2 be positioned at installation site, then fixedly beam-and-rail 2 on scaffolding, continue to set up remaining scaffolding, the structures such as template system 4, complete top concrete structure construction, after superstructure form removal, center with inspect by instrument beam-and-rail 2, absolute altitude etc., check that the installation that can carry out beam-and-rail 2 and monorail crane remaining part by design and code requirement after errorless fixes, then Demolition Construction scaffolding 1.The key distinction of the present invention and existing constructional method is: the lifting steady job of beam-and-rail 2 is moved forward to and sets up the scaffolding stage, and 3 construction periods of concrete structure are connected beam-and-rail 2 and scaffolding are temporary fixed up.When the present invention can fundamentally solve monorail crane and installs scaffolding repeat set up and the problem of crane operation inconvenience, thereby shortened the duration, saved construction cost.
As shown in Figure 1 and Figure 2, on top concrete structure 3, be provided with prepared screw-bolt hole 6, by bolt, with prepared screw-bolt hole 6, beam-and-rail 2 be fixedly connected with top concrete structure 3.Beam-and-rail 2 also can be fixedly connected with all the other fixed parts in structures according to field condition.
Claims (2)
1. monorail crane construction method of installation, the beam-and-rail of described monorail crane (2) is positioned at the below of top concrete structure (3), it is characterized in that: when the construction scaffolding (1) of setting up for concrete structure above building (3), scaffolding corresponding to beam-and-rail installation site (5) is strengthened, beam-and-rail (2) is preset to its installation site and by construction scaffolding (1), is supported fixing; After concrete structure (3) completion, beam-and-rail (2), then Demolition Construction scaffolding (1) are installed up.
2. monorail crane construction method of installation as claimed in claim 1, is characterized in that: on top concrete structure (3), be provided with prepared screw-bolt hole (6), by bolt, with prepared screw-bolt hole (6), beam-and-rail (2) be fixedly connected with top concrete structure (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210140367.4A CN102660304B (en) | 2012-05-08 | 2012-05-08 | Monorail crane installation construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210140367.4A CN102660304B (en) | 2012-05-08 | 2012-05-08 | Monorail crane installation construction method |
Publications (2)
| Publication Number | Publication Date |
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| CN102660304A CN102660304A (en) | 2012-09-12 |
| CN102660304B true CN102660304B (en) | 2014-02-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210140367.4A Active CN102660304B (en) | 2012-05-08 | 2012-05-08 | Monorail crane installation construction method |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108263945A (en) * | 2018-02-24 | 2018-07-10 | 佛山市知而行信息科技有限公司 | The installation method of back yard industry crane |
Citations (5)
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|---|---|---|---|---|
| EP0067248A1 (en) * | 1981-06-12 | 1982-12-22 | Gerhard Dobersch | Device for suspending hanging scaffolds |
| CN2265420Y (en) * | 1994-09-09 | 1997-10-22 | 黄祖宁 | Scaffolding for multi-storeyed building |
| CN2474660Y (en) * | 2001-04-30 | 2002-01-30 | 黄海军 | Electric lift climbing frame |
| KR20090002993A (en) * | 2007-07-05 | 2009-01-09 | 김진곤 | Carrier for installation and disassembly of fishbeam safety net |
| DE202008010192U1 (en) * | 2008-07-30 | 2009-03-12 | Innosteel Kytzia Gmbh | Storage device for heavy components |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000274069A (en) * | 1999-03-26 | 2000-10-03 | Osamu Okuda | Lift for scaffold component member |
| CN101928575B (en) * | 2009-06-19 | 2014-10-01 | 五冶集团上海有限公司 | Dry quenching laying method |
| CN102251679B (en) * | 2011-05-10 | 2015-04-22 | 中广核工程有限公司 | Construction method |
-
2012
- 2012-05-08 CN CN201210140367.4A patent/CN102660304B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0067248A1 (en) * | 1981-06-12 | 1982-12-22 | Gerhard Dobersch | Device for suspending hanging scaffolds |
| CN2265420Y (en) * | 1994-09-09 | 1997-10-22 | 黄祖宁 | Scaffolding for multi-storeyed building |
| CN2474660Y (en) * | 2001-04-30 | 2002-01-30 | 黄海军 | Electric lift climbing frame |
| KR20090002993A (en) * | 2007-07-05 | 2009-01-09 | 김진곤 | Carrier for installation and disassembly of fishbeam safety net |
| DE202008010192U1 (en) * | 2008-07-30 | 2009-03-12 | Innosteel Kytzia Gmbh | Storage device for heavy components |
Non-Patent Citations (4)
| Title |
|---|
| 丁克胜.钢筋混凝土单层工业厂房结构安装工程.《土木工程施工（第二版）》.华中科技大学出版社,2009, * |
| 上海环球金融中心塔楼幕墙安装设备;陈国武等;《安徽建筑》;20081231;第15卷(第6期);第139-141页 * |
| 王章利,李中民.单轨吊车在制作工艺、安装固定方面的技术实践.《煤矿机械》.2011,第32卷(第11期), * |
| 陈国武等.上海环球金融中心塔楼幕墙安装设备.《安徽建筑》.2008,第15卷(第6期), |
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| CN102660304A (en) | 2012-09-12 |
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